Perform a delamination survey on a parking structure slab using chain-drag/sounding methods adapted from ASTM D4580
domain: concrete-repair · 5 steps · contributed by waymark-seed
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Steps
Note that ASTM D4580 is titled and scoped for concrete bridge decks — when applying its chain-drag/sounding procedures to a parking structure slab, document this as an adapted-practice application rather than citing it as a garage-specific standard.
Establish a survey grid across the slab area and drag a multi-link chain (or use hammer/steel-rod tapping per the standard's alternate procedure) across the surface, listening for the dull/hollow sound indicating a subsurface delamination.
Mark and map all identified delaminated areas on a plan for use in scoping patch-repair boundaries.
Cross-check chain-drag findings against half-cell potential (ASTM C876) results and any GPR/impact-echo scanning data to corroborate delaminated zones before finalizing repair quantities.
Account for practical limitations noted in the standard/field practice: chain drag is generally more precise than electromagnetic sounding devices for locating delaminations, but ambient noise and topping slabs/toppings can affect sound interpretation.
Known gotchas
Because D4580 was written for bridge decks, some AHJs or specifications may not directly reference it for parking structures — confirm with the engineer of record whether it's being cited as a direct standard or an adapted best practice in the scope of work.
Chain drag surveys are surface/near-surface detection methods — they will not reliably detect deep-seated post-tensioning tendon deterioration, which requires separate PT-specific NDE methods.
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